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JPH093801A - Elastic bearing device for sleeper - Google Patents

Elastic bearing device for sleeper

Info

Publication number
JPH093801A
JPH093801A JP17801795A JP17801795A JPH093801A JP H093801 A JPH093801 A JP H093801A JP 17801795 A JP17801795 A JP 17801795A JP 17801795 A JP17801795 A JP 17801795A JP H093801 A JPH093801 A JP H093801A
Authority
JP
Japan
Prior art keywords
sleeper
elastic bearing
bottom plate
bearing box
elastic
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
JP17801795A
Other languages
Japanese (ja)
Other versions
JP2862815B2 (en
Inventor
Soichiro Shimizu
惣一郎 清水
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
TOKYO FAB KOGYO KK
Tokyo Fabric Kogyo KK
Original Assignee
TOKYO FAB KOGYO KK
Tokyo Fabric Kogyo KK
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by TOKYO FAB KOGYO KK, Tokyo Fabric Kogyo KK filed Critical TOKYO FAB KOGYO KK
Priority to JP7178017A priority Critical patent/JP2862815B2/en
Publication of JPH093801A publication Critical patent/JPH093801A/en
Application granted granted Critical
Publication of JP2862815B2 publication Critical patent/JP2862815B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B1/00Ballastway; Other means for supporting the sleepers or the track; Drainage of the ballastway
    • E01B1/002Ballastless track, e.g. concrete slab trackway, or with asphalt layers
    • E01B1/005Ballastless track, e.g. concrete slab trackway, or with asphalt layers with sleeper shoes

Landscapes

  • Railway Tracks (AREA)

Abstract

PURPOSE: To prevent gravel on a gravel ballast from biting into an elastic bearing box and hold an elastic beating function for sleepers for a long time by forming a load bearing hard rubber layer having a specified thickness on the top of a base plate of an elastic bearing box formed with hard rubber by one piece vulcanization with the base plate CONSTITUTION: An elastic bearing box main body, which comprises a base plate 1, both side plates 2 and an outer end plate 3, is molded by semi- vulcanization with a hard rubber material. Then, the hard rubber material which forms a hard rubber layer 6 is loaded on the top of the base plate 1 which is semi-vulcanized. The elastic bearing box main body and the hard rubber layer are vulcanization-molded in a mold, thereby molding an elastic bearing box 5. A sleeper 13 is inserted into the bearing box 5 and fixed with the elastic bearing box 5 by means of fixing nails 12. Therefore, the base plate 1 of the elastic bearing box 5 receives a load from above, which prevents gravel 10a of grave; ballast 10 from biting into the base plate 1 althrough it may be vertically bent slightly and protects the elastic bearing box 5 from damages. This construction makes it possible to extend a maintenance cycle.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、鉄道の砂利道床に敷設
される木製または、コンクリート製まくらぎの弾性支承
装置に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an elastic bearing device for a wooden or concrete sleeper laid on a gravel floor of a railway.

【0002】[0002]

【従来の技術】砂利道床に敷設される木製またはコンク
リート製のまくらぎは、前記砂利道床の持つ弾性によっ
て、当該まくらぎが受ける振動が吸収されるのである
が、この振動吸収効率をさらに向上させ、かつ砂利道床
に伝わる衝撃を一層少なくして、砂利の細石化(つま
り、弾性の低下)と粉塵発生を防ぎ、かつ保守周期を伸
ばすために、前記まくらぎの両端部は弾性支承箱によっ
て支持される場合が多い。
2. Description of the Related Art A sleeper made of wood or concrete laid on a gravel road floor absorbs vibration received by the sleeper due to the elasticity of the gravel road floor. In addition, both ends of the sleepers are supported by elastic bearing boxes in order to further reduce the impact transmitted to the gravel bed, prevent gravel pebbles (that is, decrease in elasticity) and dust generation, and extend the maintenance cycle. Often.

【0003】従来の弾性支承箱は、図16,図17に示
されるように底板21と、底板21の端縁から起立する
両側板22及び外端板23を有し、軟質ゴムによって一
体成形されている。固定装置28によってレール20が
固定されたまくらぎ24の端部はこの弾性支承箱25に
よって支持されており、かつこの弾性支承箱25は砂利
道床10に埋設されている。また、まくらぎ24と弾性
支承箱25とは接着又は、まくらぎ下部に設けるアンカ
ーボルト(図示せず)によって一体的に固定されてい
る。
As shown in FIGS. 16 and 17, a conventional elastic bearing box has a bottom plate 21, both side plates 22 and outer end plates 23 standing upright from the edge of the bottom plate 21, and is integrally molded of soft rubber. ing. The end of the sleeper 24 to which the rail 20 is fixed by the fixing device 28 is supported by this elastic bearing box 25, and this elastic bearing box 25 is embedded in the gravel floor 10. Further, the sleeper 24 and the elastic bearing box 25 are integrally fixed by adhesion or by an anchor bolt (not shown) provided in the lower part of the sleeper.

【0004】前記のように軟質ゴムからなる弾性支承箱
25を用いたまくらぎの弾性支承構造にあっては、図1
6に示されるように経年使用により砂利道床10の砂利
10aが弾性支承箱25の軟質ゴムに喰込み、弾性支承
箱25が損傷すると共に、本来の弾性支承機能を失うと
いう問題がある。そして、弾性支承箱25が弾性支承機
能を失えば、まくらぎ24の振動による砂利道床10の
砂利10aの細石化や粉塵発生が一層顕著となり、さら
に、新しい弾性支承箱25と取替えることなどもあって
保守作業が比較的短い周期で必要となり、この保守作業
に時間と手間がかかるという問題がある。
As shown in FIG. 1, the sleeper elastic bearing structure using the elastic bearing box 25 made of soft rubber as described above is shown in FIG.
As shown in 6, there is a problem that the gravel 10a of the gravel roadbed 10 bites into the soft rubber of the elastic support box 25 due to long-term use, the elastic support box 25 is damaged, and the original elastic support function is lost. If the elastic bearing box 25 loses its elastic bearing function, the gravel 10a of the gravel road bed 10 becomes finer due to the vibration of the sleeper 24, and dust is more prominent, and it may be replaced with a new elastic bearing box 25. Therefore, maintenance work is required in a relatively short cycle, and there is a problem that this maintenance work takes time and effort.

【0005】砂利道床10の弾性支承機能が低下したと
きの保守作業は、特開平7−119105号公報に開示
されるこどきタンピング装置を用いて、隙間が詰まった
バラストを突き戻すと共に、まくらぎの側方に移動した
バラストをまくらぎ24の下方に再び詰め戻す作業であ
る。
For maintenance work when the elastic bearing function of the gravel roadbed 10 is deteriorated, a Kodoki tamping device disclosed in Japanese Patent Laid-Open No. 7-119105 is used to push back the ballast having a gap and to perform sleeper operation. It is a work of repacking the ballast moved to the side below the sleeper 24 again.

【0006】[0006]

【発明が解決しようとする課題】前述のように、従来の
軟質ゴムからなる弾性支承箱25であると、軟質ゴムが
弾性に富むことから、まくらぎ24から受ける振動をこ
の弾性支承箱25で吸収して、砂利道床10に振動が伝
達せず砂利10aの細石化(弾性の低下)や粉塵の発生
を抑えることができる。しかし反面、弾性支承箱25が
軟質ゴム単体で構成されているため、図16に示される
ように経年使用により砂利道床10の砂利10aが軟質
ゴムに容易に喰込み、弾性支承箱25が損傷すると共
に、本来もつ弾性支承機能を失い、新しい弾性支承箱2
5と取替えることなどを含め保守作業が比較的短い周期
で必要となり、その保守作業は一般に夜間作業で行なわ
れ、手間と時間がかかるという問題がある。
As described above, in the conventional elastic bearing box 25 made of soft rubber, since the soft rubber is rich in elasticity, the elastic bearing box 25 receives vibrations from the sleepers 24. By absorbing the vibration, the vibration is not transmitted to the gravel road bed 10, and it is possible to suppress the generation of fine stone (decrease in elasticity) and dust of the gravel 10a. On the other hand, however, since the elastic bearing box 25 is made of soft rubber alone, as shown in FIG. 16, the gravel 10a of the gravel floor 10 easily intrudes into the soft rubber due to long-term use, and the elastic bearing box 25 is damaged. Along with this, the original elastic bearing function was lost, and a new elastic bearing box 2
Maintenance work including replacement with No. 5 is required in a relatively short cycle, and the maintenance work is generally performed at night, which is troublesome and time-consuming.

【0007】本発明は弾性支承箱を改良することによ
り、従来のまくらぎ弾性支承装置の欠点を改良し、保守
周期を伸ばすことができる新規な弾性支承装置を提供す
ることを目的とする。
An object of the present invention is to provide a novel elastic bearing device which improves the drawbacks of the conventional sleeper elastic bearing device and extends the maintenance cycle by improving the elastic bearing box.

【0008】[0008]

【課題を解決するための手段】前記の目的を達成するた
め、本発明に係るまくらぎの弾性支承装置は、底板1
と、底板1の側縁から起立する両側板2と、底板1の外
端縁から起立する外端板3とを有し、硬質ゴムで形成さ
れた弾性支承箱本体5aの前記底板1の上面に、所定厚
の荷重支承用軟質ゴム層6を、当該底板1との一体加硫
により形成してなる弾性支承箱5を具備し、前記荷重支
承用軟質ゴム層6でまくらぎを支持し、このまくらぎを
固定手段を用いて弾性支承箱5に固定したことを特徴と
する。
In order to achieve the above-mentioned object, an elastic bearing for a sleeper according to the present invention is provided with a bottom plate 1.
An upper surface of the bottom plate 1 of the elastic bearing box body 5a made of hard rubber, having both side plates 2 standing up from the side edges of the bottom plate 1 and outer end plates 3 standing up from the outer edge of the bottom plate 1. And an elastic bearing box 5 formed by integrally vulcanizing the load bearing soft rubber layer 6 with a predetermined thickness, and supporting the sleeper with the load bearing soft rubber layer 6, This sleeper is characterized in that it is fixed to the elastic bearing box 5 using a fixing means.

【0009】また本発明のまくらぎの弾性支承装置は、
底板1と、底板1の側縁から起立する両側板2と、底板
1の外端縁から起立する外端板3とを有し、硬質または
非硬質ゴムにて成形された弾性支承箱本体5aの前記底
板1に板状の補強用硬質材9が埋設されており、前記底
板1の上面に所定厚の荷重支承用軟質ゴム層6が当該底
板1との一体加硫により形成された弾性支承箱5を具備
し、まくらぎを前記軟質ゴム層6で支持し、かつ前記ま
くらぎを固定手段を用いて弾性支承箱5に固定したこと
を特徴とする。
The sleeper elastic bearing device of the present invention is
An elastic bearing box body 5a formed of hard or non-hard rubber, having a bottom plate 1, both side plates 2 standing up from side edges of the bottom plate 1, and outer end plates 3 standing upright from outer edges of the bottom plate 1. A plate-shaped reinforcing hard material 9 is embedded in the bottom plate 1, and an elastic bearing formed by integrally vulcanizing the load bearing soft rubber layer 6 with a predetermined thickness on the upper surface of the bottom plate 1. A box 5 is provided, the sleeper is supported by the soft rubber layer 6, and the sleeper is fixed to the elastic bearing box 5 using a fixing means.

【0010】前記底板1の下面には砂利崩れ防止用リブ
11を設けるとよい。
Ribs 11 for preventing gravel collapse may be provided on the lower surface of the bottom plate 1.

【0011】前記固定手段は、前記軟質ゴム層6及び両
側板2、外端板3とまくらぎとの間の接着または、両側
板2とまくらぎとの間の釘止めのいずれか一方または、
両方とするのがよい。
The fixing means is either one of adhesion between the soft rubber layer 6 and the side plates 2, the outer end plate 3 and the sleepers, or a nailing between the side plates 2 and the sleepers, or
It is good to have both.

【0012】また、前記固定手段は両側板2に設けられ
たガイド孔7と、このガイド孔7に遊嵌したうえ、その
先端をまくらぎの側面に貫入固定するまくらぎ移動規制
軸8とから構成してもよい。
The fixing means is composed of a guide hole 7 provided on both side plates 2 and a sleeper movement restricting shaft 8 which is loosely fitted in the guide hole 7 and has its tip inserted and fixed to the side surface of the sleeper. You may.

【0013】前記まくらぎがコンクリートまくらぎ13
aであると共に、前記まくらぎ移動規制軸8をボルト1
8とし、当該ボルト18をコンクリートまくらぎ13a
の側面に設けた埋込栓14の雌ねじ15にねじ込んでも
よい。
The sleeper is a concrete sleeper 13
a, and the sleeper movement restricting shaft 8 is attached to the bolt 1
8 and the bolt 18 is concrete sleeper 13a.
It may be screwed into the female screw 15 of the embedding plug 14 provided on the side surface of the.

【0014】前記まくらぎが木製まくらぎ13であると
共に、前記まくらぎ移動規制軸8を釘またはビスとし、
当該釘またはビスを木製まくらぎ13の側面に打込みま
たはねじ込んでもよい。
The sleeper is a wooden sleeper 13, and the sleeper movement restricting shaft 8 is a nail or a screw,
The nail or screw may be driven or screwed into the side surface of the wooden sleeper 13.

【0015】[0015]

【作用】本発明によると、砂利道床10において、まく
らぎが弾性支承箱25内の荷重支承用軟質ゴム層6によ
り弾性的に支持されていることで、まくらぎの振動がこ
の軟質ゴム層6に円滑に吸収され、したがって弾性支承
箱5の振動が減少し、砂利道床10における砂利10a
の細石化,粉塵化が抑えられる。しかも、弾性支承箱5
を構成する底板1と、両側板2と外端板3が硬質ゴムで
あり、または、底板1内に板状の補強用硬質材9が埋込
まれていることから、底板1に砂利10aが喰込むこと
が少なく、軟質ゴム層6は底板1によって保護され、弾
性支承箱5のまくらぎに対する弾性支承機能が長年に亘
って保持される。
According to the present invention, since the sleeper is elastically supported by the load bearing soft rubber layer 6 in the elastic bearing box 25 in the gravel roadbed 10, vibration of the sleeper is caused by the soft rubber layer 6. Smoothly absorbed, and therefore the vibration of the elastic bearing box 5 is reduced, and the gravel 10a on the gravel bed 10 is reduced.
The formation of fine stones and dust can be suppressed. Moreover, the elastic bearing box 5
Since the bottom plate 1, the both side plates 2 and the outer end plate 3 which compose the above are made of hard rubber, or the plate-shaped hard reinforcing material 9 is embedded in the bottom plate 1, the bottom plate 1 has gravel 10a. The soft rubber layer 6 is protected from being eaten by the bottom plate 1, and the elastic support function of the elastic support box 5 for the sleepers is maintained for many years.

【0016】また、底板1の下面に砂利崩れ防止用リブ
11を設けることで、砂利崩れが防止され、タンピング
装置を用いてまくらぎ下に砂利10aを詰め戻す保守作
業の周期をさらに伸ばすことができる。
Further, by providing ribs 11 for preventing gravel collapse on the lower surface of the bottom plate 1, gravel collapse can be prevented and the cycle of maintenance work for repacking the gravel 10a under the sleeper using a tamping device can be further extended. it can.

【0017】[0017]

【実施例】以下本発明の実施例を図を参照して説明す
る。図1〜図4は第1実施例を示し、各図において、ま
くらぎは砂利道床10に敷設されており、木製のまくら
ぎ13の両端部(図1〜図3では一端部のみを示す)
は、砂利道床10に埋設された弾性支承箱5により支持
されている。
Embodiments of the present invention will now be described with reference to the drawings. 1 to 4 show the first embodiment, in which the sleepers are laid on the gravel roadbed 10, and both ends of the wooden sleepers 13 (only one end is shown in FIGS. 1 to 3)
Are supported by elastic bearing boxes 5 embedded in the gravel track 10.

【0018】弾性支承箱5は平面からみて略長方形状で
あって、底板1と、底板1の側縁から起立する両側板2
と、底板1の外端縁から起立する外端板3とからなる弾
性支承箱本体5aを具備し、これら底板1と、両側板2
と、外端板3とからなる弾性支承箱本体5aは硬質ゴム
(例えばネオプラス)により一体成形されている。
The elastic support box 5 has a substantially rectangular shape when seen in a plan view, and has a bottom plate 1 and both side plates 2 standing upright from the side edges of the bottom plate 1.
And an elastic bearing box body 5a consisting of an outer end plate 3 standing upright from the outer edge of the bottom plate 1, and these bottom plate 1 and both side plates 2
And the elastic support box body 5a including the outer end plate 3 are integrally formed of hard rubber (for example, Neoplus).

【0019】さらに、前記底板1の上面には所定厚の荷
重支承用軟質ゴム層6が一体に設けられており、まくら
ぎ13は上面開口16と内端開口17を介して弾性支承
箱5に挿入され、前記荷重支承用軟質ゴム層6により支
持される。
Further, a soft rubber layer 6 for load bearing having a predetermined thickness is integrally provided on the upper surface of the bottom plate 1, and the sleeper 13 is attached to the elastic bearing box 5 through the upper surface opening 16 and the inner end opening 17. It is inserted and supported by the load bearing soft rubber layer 6.

【0020】前記荷重支承用軟質ゴム層6を底板1と一
体形成するには、まず、この底板1と、両側板2と、外
端板3とからなる弾性支承箱本体5aを硬質ゴム材によ
り半加硫成形し、次に前記半加硫の底板1上面に軟質ゴ
ム層6形成のための軟質ゴム材を載置し、つづいて弾性
支承箱本体5aと軟質ゴム材とを型内で加硫成形するこ
とにより、底板1と荷重支承用軟質ゴム層6とが一体加
硫成形された弾性支承箱5が成形される。
In order to integrally form the load bearing soft rubber layer 6 with the bottom plate 1, first, the elastic bearing box body 5a comprising the bottom plate 1, both side plates 2 and the outer end plate 3 is made of a hard rubber material. After semi-vulcanization molding, a soft rubber material for forming the soft rubber layer 6 is placed on the upper surface of the semi-vulcanized bottom plate 1, and then the elastic support box body 5a and the soft rubber material are added in a mold. By vulcanization molding, an elastic bearing box 5 in which the bottom plate 1 and the load bearing soft rubber layer 6 are integrally vulcanized and molded is molded.

【0021】前記弾性支承箱5を砂利道床10に埋設し
たとき、荷重支承用軟質ゴム層6が弾性に富むことか
ら、まくらぎ13の振動はこの軟質ゴム層6が圧縮変形
することで円滑に吸収されて、弾性支承箱5自体の振動
が抑えられ、よって、まくらぎ13の振動が砂利道床1
0に伝わらず、砂利の細石化が抑えられて砂利間隙が保
持され、砂利道床10は長く弾性支承機能を保持し、か
つ発塵も抑えられる。しかも、弾性支承箱5の底板1は
硬質ゴムであるから、上方から荷重を受けることで底板
1は上下に若干撓むことはあっても、砂利10aはこの
底板1に喰込むことがなく、弾性支承箱5が損傷せず、
軟質ゴム層6も損傷しない。
When the elastic bearing box 5 is embedded in the gravel roadbed 10, the load bearing soft rubber layer 6 is rich in elasticity, so that the vibration of the sleeper 13 is smoothly caused by the compression deformation of the soft rubber layer 6. The vibration of the elastic support box 5 itself is absorbed, so that the vibration of the sleeper 13 is suppressed.
0, the gravel is prevented from becoming fine and the gravel gap is maintained, the gravel bed 10 has a long elastic bearing function, and dust generation is also suppressed. Moreover, since the bottom plate 1 of the elastic support box 5 is made of hard rubber, the bottom plate 1 may be slightly bent up and down by receiving a load from above, but the gravel 10a does not bite into the bottom plate 1. The elastic bearing box 5 is not damaged,
The soft rubber layer 6 is also not damaged.

【0022】まくらぎが木製まくらぎ13である場合、
この木製まくらぎ13を前記弾性支承箱5に固定する手
段は図2に示されるように固定釘12を用いた釘止めに
よる固定手段、又は接着剤19を用いた接着による固定
手段がある。釘止めによる場合は、弾性支承箱5の両側
板2の釘孔30を貫通して、木製まくらぎ13の側面に
固定釘12を打込むことで両者が固定される。接着によ
る場合は、弾性支承箱5の両側板2の内面および、荷重
支承用軟質ゴム層6と木製まくらぎ13aの間を接着剤
19で接着することで両者が固定される。
When the sleeper is the wooden sleeper 13,
As a means for fixing the wooden sleeper 13 to the elastic support box 5, there is a fixing means by nailing using a fixing nail 12 or a fixing means by adhesion using an adhesive 19, as shown in FIG. In the case of using nailing, the both are fixed by penetrating the nail holes 30 of the both side plates 2 of the elastic support box 5 and driving the fixing nail 12 into the side surface of the wooden sleeper 13. In the case of adhesion, the inner surfaces of both side plates 2 of the elastic support box 5 and the soft rubber layer 6 for load support and the wooden sleepers 13a are adhered with an adhesive 19 to fix them.

【0023】前記釘止め固定手段または、接着による固
定手段で木製まくらぎ13を弾性支承箱5に固定してあ
ると、まくらぎ13が上下に振動するとき、両側板2が
硬質ゴムであるから、この両側板2はまくらぎ13の上
下動に伴って曲がり変形する。つまり、両側板2がまく
らぎ13の動きに追従変形することで、まくらぎ13を
弾性支承箱5に固定してあっても、この弾性支承箱5が
まくらぎ13の上下動によって損傷することがない。な
お、前記釘止め固定手段と接着固定手段を併用すること
も可能である。
When the wooden sleeper 13 is fixed to the elastic support box 5 by the nailing fixing means or the fixing means by adhesion, both side plates 2 are made of hard rubber when the sleeper 13 vibrates up and down. The side plates 2 are bent and deformed as the sleeper 13 moves up and down. In other words, the side plates 2 are deformed following the movement of the sleeper 13, so that even if the sleeper 13 is fixed to the elastic support box 5, the elastic support box 5 is damaged by the vertical movement of the sleeper 13. There is no. The nail fixing means and the adhesive fixing means can be used together.

【0024】まくらぎがコンクリート製まくらぎ13a
の場合は、釘止め固定手段または接着剤固定手段を使用
できない。この場合は第2実施例として図5〜図7に示
す固定手段を用いるとよい。まずコンクリート製のまく
らぎ13aの端部の両側面に、雌ねじ15を有する埋込
栓(インサート)14を設ける。一方、埋込栓14と対
向する位置において、弾性支承箱5の両側板に盛り上げ
部2aを設け、この盛り上げ部2aに形成した上下方向
に長い長孔からなるガイド孔7に、まくらぎ移動規制軸
8の具体例としてのボルト18を遊嵌し、ボルト18の
ねじ部を埋込栓14の雌ねじ15にねじ込む。ボルト1
8とガイド孔7の上下方向の間隙は、荷重支承用軟質ゴ
ム層6の圧縮しろと略同じに設けられている。
Sleepers are concrete sleepers 13a
In the case of, the nail fixing means or the adhesive fixing means cannot be used. In this case, the fixing means shown in FIGS. 5 to 7 may be used as the second embodiment. First, an embedding plug (insert) 14 having an internal thread 15 is provided on both side surfaces of an end of a concrete sleeper 13a. On the other hand, at the position facing the embedding plug 14, the raised portions 2a are provided on both side plates of the elastic support box 5, and the movement of the sleepers is regulated in the guide hole 7 formed in the raised portion 2a and having a vertically long slot. A bolt 18 as a specific example of the shaft 8 is loosely fitted, and the threaded portion of the bolt 18 is screwed into the female screw 15 of the embedding plug 14. Bolt 1
A vertical gap between the guide hole 7 and the guide hole 8 is provided substantially the same as the compression margin of the load bearing soft rubber layer 6.

【0025】前記の構成により、荷重支承用軟質ゴム層
6で支持されたコンクリート製まくらぎ13aが上方か
ら荷重を設けたとき、前記ガイド孔7にボルト18が遊
嵌していることにより、ボルト18がガイド孔7内で上
下方向に可動な範囲において、まくらぎ13aは軟質ゴ
ム層6の弾性により円滑に上下動して、固定装置28を
介してまくらぎ13aに固定されたレール20の振動が
吸収される。しかも、まくらぎ13aの移動範囲は、ボ
ルト18がガイド孔7に遊嵌していることで規制され、
まくらぎ13aが弾性支承箱5内でみだりに移動した
り、弾性支承箱5から脱出するなどの不具合がない。
With the above construction, when the concrete sleeper 13a supported by the load-bearing soft rubber layer 6 is loaded from above, the bolt 18 is loosely fitted in the guide hole 7 so that the bolt In the range in which 18 can move in the vertical direction in the guide hole 7, the sleeper 13a moves up and down smoothly by the elasticity of the soft rubber layer 6, and the rail 20 fixed to the sleeper 13a via the fixing device 28 vibrates. Is absorbed. Moreover, the moving range of the sleeper 13a is restricted by the bolt 18 being loosely fitted in the guide hole 7,
There is no problem such that the sleeper 13a moves undesirably in the elastic support box 5 or escapes from the elastic support box 5.

【0026】なお、弾性支承箱5の両側板2は硬質ゴム
であって変形可能であるから、ガイド孔7とボルト18
の間に間隙がないように構成することも可能である。こ
の場合は、図2の釘止め固定手段の場合と同様に、コン
クリート製まくらぎ13aの上下動に伴って、ボルト1
8を介して両側板2が曲がり変形してまくらぎ13aの
動きに追従することになる。
Since both side plates 2 of the elastic support box 5 are made of hard rubber and can be deformed, the guide hole 7 and the bolt 18 are provided.
It is also possible to configure so that there is no gap between them. In this case, as in the case of the nail fixing means shown in FIG. 2, the bolt 1 is moved along with the vertical movement of the concrete sleeper 13a.
Both side plates 2 are bent and deformed via 8 and follow the movement of the sleeper 13a.

【0027】木製まくらぎ13の場合も、第3実施例と
して図8、図9に示すガイド孔7とまくらぎ移動規制軸
8による固定手段を用いて弾性支承箱5に固定すること
ができる。この木製まくらぎ13の場合は、図6のコン
クリート製まくらぎ13aにおける埋込栓14と、ボル
ト18に代えて所定長の釘12をガイド孔7を遊嵌して
まくらぎを打込む。なお、釘12に代えてビス(図示せ
ず)をガイド孔7に遊嵌したうえ、木製まくらぎ13の
側面にねじ込むことで、この木製まくらぎ13を弾性支
承箱5に可動的に固定することもできる。
In the case of the wooden sleeper 13 as well, it can be fixed to the elastic bearing box 5 by using the fixing means by the guide hole 7 and the sleeper movement restricting shaft 8 shown in FIGS. 8 and 9 as the third embodiment. In the case of this wooden sleeper 13, a plug 12 in the concrete sleeper 13a of FIG. 6 and a nail 12 of a predetermined length in place of the bolt 18 are loosely fitted in the guide hole 7 and the sleeper is driven. Note that, instead of the nail 12, a screw (not shown) is loosely fitted in the guide hole 7 and then screwed into the side surface of the wooden sleeper 13, so that the wooden sleeper 13 is movably fixed to the elastic support box 5. You can also

【0028】第1〜第3実施例の弾性支承装置による
と、弾性支承箱5内の荷重支承用軟質ゴム層6によっ
て、まくらぎ13,13aの振動が円滑に吸収されて弾
性支承箱5自体の振動が抑えられ、かつ底板1が硬質ゴ
ムで形成されているので砂利面によって損傷することも
ない。
According to the elastic bearing devices of the first to third embodiments, the load bearing soft rubber layer 6 in the elastic bearing box 5 smoothly absorbs the vibrations of the sleepers 13 and 13a so that the elastic bearing box 5 itself. Vibration is suppressed, and since the bottom plate 1 is made of hard rubber, it is not damaged by the gravel surface.

【0029】次に、図10、図11には、第4実施例に
係る弾性支承装置が示されている。第4実施例では、弾
性支承箱5の底板1の肉厚の内部に板状の補強用硬質材
9が埋設されている。この補強用硬質材9は例えば所定
寸法に裁断された鋼板,強化プラスチック板等を使用す
るとよい。また、この第4実施例では弾性支承箱本体5
aを構成する底板1と、両側板2と外端板3とは、第1
実施例と同じ硬質ゴムであってもよいし、或いは非硬質
ゴムであってもいずれでもよい。他の構成は第1実施例
と同じである。
Next, FIGS. 10 and 11 show an elastic bearing device according to the fourth embodiment. In the fourth embodiment, a plate-shaped reinforcing hard material 9 is embedded inside the wall thickness of the bottom plate 1 of the elastic bearing box 5. As the reinforcing hard material 9, for example, a steel plate, a reinforced plastic plate or the like cut into a predetermined size may be used. Also, in this fourth embodiment, the elastic bearing box body 5
The bottom plate 1, which constitutes a, the side plates 2 and the outer end plate 3, are the first
The same hard rubber as in the embodiment may be used, or non-hard rubber may be used. The other structure is the same as that of the first embodiment.

【0030】第4実施例によると、弾性支承箱5の底板
1はその内部に埋設した補強用硬質材9で補強されてい
るので、底板1を含む弾性支承箱本体5aが非硬質ゴム
で形成されていても、砂利面と接する底板1が荷重を受
けるとき、この底板1は砂利10aによって損傷せず、
したがって底板上面の荷重支承用軟質ゴム層6も損傷し
ない。
According to the fourth embodiment, since the bottom plate 1 of the elastic bearing box 5 is reinforced by the reinforcing hard material 9 embedded therein, the elastic bearing box body 5a including the bottom plate 1 is formed of non-hard rubber. However, when the bottom plate 1 in contact with the gravel surface receives a load, the bottom plate 1 is not damaged by the gravel 10a,
Therefore, the load bearing soft rubber layer 6 on the upper surface of the bottom plate is not damaged.

【0031】図12〜図15には第5実施例に係る弾性
支承装置が示されている。第1〜第4実施例では、弾性
支承箱5の底板1下面が平坦面であったが、この第5実
施例では底板1の周縁に沿って突条肩部1aが設けられ
ると共に、この底板1の下面に砂利崩れ防止用リブ11
が成形されている。この砂利崩れ防止用リブ11の深さ
や、底面形状は任意でよいが、実施例では前記リブ11
は格子状に形成されている。他の構成は第1実施例と同
じである。
12 to 15 show an elastic bearing device according to the fifth embodiment. In the first to fourth embodiments, the lower surface of the bottom plate 1 of the elastic bearing box 5 is a flat surface, but in the fifth embodiment, the ridge shoulders 1a are provided along the peripheral edge of the bottom plate 1 and the bottom plate 1 is provided. Ribs for preventing gravel collapse on the lower surface of 1
Is molded. The gravel collapse preventing rib 11 may have any depth and bottom shape, but in the embodiment, the rib 11 is used.
Are formed in a grid pattern. The other structure is the same as that of the first embodiment.

【0032】したがって、第5実施例によると、弾性支
承箱5を砂利道床10に埋設したとき、図13に示され
るように砂利10aは突条肩部1aや砂利崩れ防止用リ
ブ11で囲まれた区域に入り込むことで、砂利10aが
移動せず、砂利間隙が詰まったり、弾性支承箱5の下方
から両側方向に移動する砂利崩れが減り、よって砂利1
0aを砂利間隙を拡げながら、再び弾性支承箱5aの下
方に突き戻す保守作業の周期を一層伸ばすことができ
る。
Therefore, according to the fifth embodiment, when the elastic bearing box 5 is embedded in the gravel bed 10, the gravel 10a is surrounded by the ridge shoulder 1a and the gravel collapse preventing rib 11 as shown in FIG. By entering the area, the gravel 10a does not move, the gravel gap is clogged, and the gravel collapse that moves from the lower side of the elastic support box 5 to both sides is reduced.
It is possible to further extend the maintenance work cycle in which 0a is pushed back to the lower part of the elastic bearing box 5a while expanding the gravel gap.

【0033】[0033]

【発明の効果】本発明によると、まくらぎを支持する弾
性支承箱5を砂利道床10に埋設したとき、まくらぎ
は、弾性支承箱5内の荷重支承用軟質ゴム層6で弾性的
に支持され、まくらぎの振動がこの軟質ゴム層6によっ
て円滑に吸収されるので弾性支承箱5の振動が減少し、
まくらぎの振動が砂利道床10に伝わるのが少なく、よ
って砂利道床10における砂利の細石化(つまり弾性の
低下)と発塵化を抑えることができ、保守作業の周期を
伸ばすことができる効果がある。しかも、弾性支承箱5
を構成する底板1と、両側板2と外端板3が硬質ゴムで
あり、または底板1内に板状の補強用硬質材9が埋込ま
れているので、底板1に砂利が喰込むことがなく、軟質
ゴム層6は底板1によって損傷を受けず、弾性支承箱5
のまくらぎに対する弾性支承機能は長年に亘って保持さ
れるという効果がある。
According to the present invention, when the elastic bearing box 5 for supporting the sleeper is embedded in the gravel road bed 10, the sleeper is elastically supported by the load bearing soft rubber layer 6 in the elastic bearing box 5. Since the sleeper vibration is smoothly absorbed by the soft rubber layer 6, the vibration of the elastic support box 5 is reduced,
The sleeper vibrations are less likely to be transmitted to the gravel road bed 10, and therefore, it is possible to prevent the gravel from becoming fine (that is, the elasticity is reduced) and the generation of dust on the gravel road bed 10 and to extend the maintenance work cycle. . Moreover, the elastic bearing box 5
Since the bottom plate 1, the both side plates 2 and the outer end plate 3 constituting the bottom plate 1 are made of hard rubber, or the plate-like reinforcing hard material 9 is embedded in the bottom plate 1, gravel may be embedded in the bottom plate 1. , The soft rubber layer 6 is not damaged by the bottom plate 1, and the elastic support box 5
The elastic bearing function for the sleepers has the effect of being retained for many years.

【0034】さらに、底板1の下面に砂利崩れ防止用リ
ブ11を設けることで砂利崩れが防止され、タンピング
装置を用いて砂利間隙を拡げ、かつまくらぎ下に砂利1
0aを詰め戻す保守作業の周期をさらに伸ばすことがで
きるという効果がある。
Further, by providing ribs 11 for preventing gravel collapse on the bottom surface of the bottom plate 1, gravel collapse is prevented, and the gravel gap is expanded by using a tamping device, and the gravel 1 is provided under the sleepers.
There is an effect that the cycle of maintenance work for repacking 0a can be further extended.

【図面の簡単な説明】[Brief description of drawings]

【図1】第1実施例に係るまくらぎの弾性支承装置の側
面図である。
FIG. 1 is a side view of an elastic support device for sleepers according to a first embodiment.

【図2】図1のA−A線断面図である。FIG. 2 is a sectional view taken along line AA of FIG.

【図3】図1の一部破断平面図である。3 is a partially cutaway plan view of FIG. 1. FIG.

【図4】弾性支承箱の斜視図である。FIG. 4 is a perspective view of an elastic bearing box.

【図5】第2実施例としてコンクリート製まくらぎの弾
性支承箱に対する固定手段を示す側面説明図である。
FIG. 5 is a side view showing a fixing means for a concrete sleeper to an elastic bearing box as a second embodiment.

【図6】図5のB−B線断面図である。FIG. 6 is a sectional view taken along line BB of FIG. 5;

【図7】弾性支承箱の斜視図である。FIG. 7 is a perspective view of an elastic bearing box.

【図8】第3実施例として木製まくらぎの弾性支承箱に
対する固定手段を示す側面説明図である。
FIG. 8 is a side view showing a fixing means for a wooden sleeper to an elastic bearing box as a third embodiment.

【図9】図8のC−C線断面図である。FIG. 9 is a sectional view taken along the line CC of FIG. 8;

【図10】第4実施例に係るまくらぎの弾性支承装置の
側面図である。
FIG. 10 is a side view of an elastic support device for sleepers according to a fourth embodiment.

【図11】図10のD−D線断面図である。11 is a cross-sectional view taken along the line DD of FIG.

【図12】第5実施例に係るまくらぎの弾性支承装置の
側面図である。
FIG. 12 is a side view of an elastic support device for sleepers according to a fifth embodiment.

【図13】図12のE−E線断面図である。FIG. 13 is a sectional view taken along line EE of FIG. 12;

【図14】まくらぎと弾性支承箱の断面図である。FIG. 14 is a sectional view of a sleeper and an elastic bearing box.

【図15】図14の底面図である。FIG. 15 is a bottom view of FIG.

【図16】従来のまくらぎの弾性支承装置の縦断側面図
である。
FIG. 16 is a vertical sectional side view of a conventional sleeper elastic bearing device.

【図17】図16のF−F線断面図である。FIG. 17 is a sectional view taken along line FF of FIG. 16;

【符号の説明】[Explanation of symbols]

1 底板 2 両側板 3 外端板 5 弾性支承箱 6 荷重支承用軟質ゴム層 7 ガイド孔 8 まくらぎ移動規制軸 9 補強用硬質材 10 砂利道床 10a 砂利 11 砂利崩れ防止用リブ 12 固定釘 13 木製のまくらぎ 13a コンクリート製のまくらぎ 14 埋込栓 15 雌ねじ 16 上面開口 17 内端開口 18 ボルト 19 接着剤 20 レール 21 底板 22 両側板 23 外端板 24 まくらぎ 25 弾性支承箱 28 固定装置 30 釘孔 1 Bottom Plate 2 Both Sides Plate 3 Outer End Plate 5 Elastic Bearing Box 6 Soft Rubber Layer for Load Bearing 7 Guide Hole 8 Sleeper Movement Restriction Axis 9 Hardening Material for Reinforcement 10 Gravel Roadbed 10a Gravel 11 Rib for Preventing Gravel Collapse 12 Fixed Nail 13 Wooden Sleepers 13a Concrete sleepers 14 Embedded plugs 15 Female screws 16 Top openings 17 Inner end openings 18 Bolts 19 Adhesives 20 Rails 21 Bottom plates 22 Both side plates 23 Outer end plates 24 Sleepers 25 Elastic bearing boxes 28 Fixing devices 30 Nails Hole

Claims (7)

【特許請求の範囲】[Claims] 【請求項1】 底板1と、底板1の側縁から起立する両
側板2と、底板1の外端縁から起立する外端板3とを有
し、硬質ゴムで形成された弾性支承箱本体5aの前記底
板1の上面に、所定厚の荷重支承用軟質ゴム層6を、当
該底板1との一体加硫により形成してなる弾性支承箱5
を具備し、前記荷重支承用軟質ゴム層6でまくらぎを支
持し、このまくらぎを固定手段を用いて弾性支承箱5に
固定したことを特徴とするまくらぎの弾性支承装置。
1. An elastic bearing box body made of hard rubber, having a bottom plate 1, both side plates 2 standing up from side edges of the bottom plate 1, and outer end plates 3 standing upright from outer edges of the bottom plate 1. An elastic bearing box 5 formed by integrally vulcanizing the load bearing soft rubber layer 6 having a predetermined thickness on the upper surface of the bottom plate 1 of 5a.
An elastic bearing device for sleepers, characterized in that the sleeper is supported by the soft rubber layer 6 for load bearing, and the sleepers are fixed to the elastic support box 5 using a fixing means.
【請求項2】 底板1と、底板1の側縁から起立する両
側板2と、底板1の外端縁から起立する外端板3とを有
し、硬質または非硬質ゴムにて成形された弾性支承箱本
体5aの前記底板1に板状の補強用硬質材9が埋設され
ており、前記底板1の上面に所定厚の荷重支承用軟質ゴ
ム層6が当該底板1との一体加硫により形成された弾性
支承箱5を具備し、まくらぎを前記軟質ゴム層6で支持
し、かつ前記まくらぎを固定手段を用いて弾性支承箱5
に固定したことを特徴とするまくらぎの弾性支承装置。
2. A bottom plate (1), both side plates (2) standing up from the side edges of the bottom plate (1), and an outer end plate (3) standing up from the outer edge of the bottom plate (1), made of hard or non-hard rubber. A plate-shaped reinforcing hard material 9 is embedded in the bottom plate 1 of the elastic bearing box body 5a, and a load bearing soft rubber layer 6 having a predetermined thickness is integrally vulcanized with the bottom plate 1 on the upper surface of the bottom plate 1. An elastic bearing box 5 is provided, which has the formed elastic bearing box 5, supports the sleeper with the soft rubber layer 6, and uses the fixing means to secure the sleeper.
An elastic support device for sleepers characterized by being fixed to.
【請求項3】 前記底板1の下面に砂利崩れ防止用リブ
11が設けられている請求項1または2に記載のまくら
ぎの弾性支承装置。
3. The sleeper elastic bearing device according to claim 1, wherein ribs 11 for preventing gravel collapse are provided on the lower surface of the bottom plate 1.
【請求項4】 前記固定手段が、前記軟質ゴム層6及び
両側板2、外端板3と木製まくらぎ13との間の接着ま
たは、両側板2とまくらぎ13との間の釘止めのいずれ
か一方または両方である請求項1から3のいずれかに記
載のまくらぎの弾性支承装置。
4. The fixing means is configured to bond the soft rubber layer 6 and the side plates 2, the outer end plate 3 and the wooden sleeper 13 or to fix the nails between the side plates 2 and the sleeper 13. The sleeper elastic bearing device according to any one of claims 1 to 3, which is either one or both.
【請求項5】 前記固定手段が両側板2に設けられたガ
イド孔7と、このガイド孔7に遊嵌したうえ、その先端
をまくらぎの側面に貫入固定するまくらぎ移動規制軸8
とから構成されている請求項1から3のいずれかに記載
のまくらぎの弾性支承装置。
5. A guide hole 7 in which the fixing means is provided in both side plates 2, and a sleeper movement restricting shaft 8 which is loosely fitted in the guide hole 7 and has its tip inserted into and fixed to the side surface of the sleeper.
The sleeper elastic bearing device according to any one of claims 1 to 3, which is configured by:
【請求項6】 前記まくらぎがコンクリートまくらぎ1
3aであると共に、前記まくらぎ移動規制軸8がボルト
18であり、当該ボルト18をコンクリートまくらぎ1
3aの側面に設けた埋込栓14の雌ねじ15にねじ込ん
である請求項5に記載のまくらぎの弾性支承装置。
6. The sleeper is a concrete sleeper 1.
3a, the sleeper movement restricting shaft 8 is a bolt 18, and the bolt 18 is a concrete sleeper 1
The elastic support device for sleepers according to claim 5, wherein the elastic support device for sleepers is screwed into an internal thread 15 of an embedding plug 14 provided on a side surface of 3a.
【請求項7】 前記まくらぎが木製まくらぎ13である
と共に、前記まくらぎ移動規制軸8が釘またはビスであ
り、当該釘またはビスを木製まくらぎ13の側面に打込
みまたは、ねじ込んである請求項5に記載のまくらぎの
弾性支承装置。
7. The sleeper is a wooden sleeper 13, the sleeper movement restricting shaft 8 is a nail or a screw, and the nail or screw is driven or screwed into the side surface of the wooden sleeper 13. Item 6. The elastic support device for sleepers according to Item 5.
JP7178017A 1995-06-22 1995-06-22 Elastic bearing for sleepers Expired - Lifetime JP2862815B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP7178017A JP2862815B2 (en) 1995-06-22 1995-06-22 Elastic bearing for sleepers

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP7178017A JP2862815B2 (en) 1995-06-22 1995-06-22 Elastic bearing for sleepers

Publications (2)

Publication Number Publication Date
JPH093801A true JPH093801A (en) 1997-01-07
JP2862815B2 JP2862815B2 (en) 1999-03-03

Family

ID=16041121

Family Applications (1)

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JP7178017A Expired - Lifetime JP2862815B2 (en) 1995-06-22 1995-06-22 Elastic bearing for sleepers

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100349055B1 (en) * 1999-04-08 2002-08-21 남양기공 주식회사 fixing apparatus of sharp curve safety guard angle
WO2008111479A1 (en) 2007-03-09 2008-09-18 Kao Corporation Pump-equipped container and dual discharge container
CN101967778A (en) * 2010-10-19 2011-02-09 北京交通大学 Rubber elastic shoes for sleeper

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100349055B1 (en) * 1999-04-08 2002-08-21 남양기공 주식회사 fixing apparatus of sharp curve safety guard angle
WO2008111479A1 (en) 2007-03-09 2008-09-18 Kao Corporation Pump-equipped container and dual discharge container
CN101967778A (en) * 2010-10-19 2011-02-09 北京交通大学 Rubber elastic shoes for sleeper

Also Published As

Publication number Publication date
JP2862815B2 (en) 1999-03-03

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